Mar-SR 529-02.59
Marion County · est $5.3M
Bid dateThursday, February 9—
Marion County · est $5.3M
Bid tab · ODOT
ODOT bid tab line items with each bidder’s unit price. Top 20 items by low bid’s extended amount · 94 more items below.
| Item | Quantity | R1Shelly & Sands INC | R2Kokosing Construction Company INC | % of bid |
|---|---|---|---|---|
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (7000 CY | $151 | $201 | 25% |
| 690E98900 SPECIAL - EMULSIFIED ASPHALT | 217,532 GAL | $2.55 | $2.65 | 13% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 3,226 CY | $170 | $250 | 13% |
| 690E98300 SPECIAL - FULL DEPTH RECLAIMED BASE COURSE, 8.0" D | 69,915 SY | $5.80 | $2.90 | 9% |
| 304E20000 AGGREGATE BASE | 6,051 CY | $60.00 | $64.00 | 8% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 4 | 67,734 SY | $3.40 | $1.40 | 5% |
| 203E10000 EXCAVATION | 7,703 CY | $27.00 | $22.00 | 5% |
| 605E14000 6" BASE PIPE UNDERDRAINS | 14,489 FT | $9.00 | $11.15 | 3% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 15,313 SY | $7.00 | $5.00 | 2% |
| 690E98800 SPECIAL - ADDITIONAL ADDITIVES (CEMENT, FLY ASH, L | 310.8 TON | $325 | $230 | 2% |
| 624E10000 MOBILIZATION | 1 LS | $94,751 | $200,000 | 2% |
| 204E30020 GRANULAR MATERIAL, TYPE C | 1,520 CY | $46.00 | $50.00 | 2% |
| 617E10100 COMPACTED AGGREGATE | 1,475 CY | $45.00 | $65.00 | 2% |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 4.25" | 16,171 SY | $4.00 | $1.40 | 2% |
| 253E02001 PAVEMENT REPAIR, AS PER PLAN | 109 CY | $590 | $150 | 1% |
| 614E11000 MAINTAINING TRAFFIC | 1 LS | $52,000 | $196,650 | 1% |
| 690E98400 SPECIAL - MIXTURE DESIGN FOR FULL DEPTH RECLAIMED | 1 LS | $50,000 | $12,500 | 1% |
| 606E26151 ANCHOR ASSEMBLY, MGS TYPE E, AS PER PLAN (MASH 201 | 19 EACH | $2,500 | $1,975 | 1% |
| 407E20000 NON-TRACKING TACK COAT | 12,005 GAL | $3.50 | $2.50 | 1% |
| 519E11100 PATCHING CONCRETE STRUCTURE | 364 SF | $115 | $113 | 1% |
| Item | Quantity | R1Shelly & Sands INC | R2Kokosing Construction Company INC |
|---|---|---|---|
| 202E38001 GUARDRAIL REMOVED, AS PER PLAN | 2,487.5 FT | $2.00 | $2.00 |
| 202E38500 BRIDGE RAILING REMOVED | 50 FT | $5.00 | $5.00 |
| 202E42001 ANCHOR ASSEMBLY REMOVED, TYPE A, AS PER PLAN | 20 EACH | $250 | $250 |
| 202E47001 BRIDGE TERMINAL ASSEMBLY REMOVED, AS PER PLAN | 12 EACH | $115 | $250 |
| 202E98100 REMOVAL MISC.: POST | 1 EACH | $300 | $100 |
| 203E20001 EMBANKMENT, AS PER PLAN | 129 CY | $55.00 | $55.00 |
How to read this. Plan‑pull counts come straight from agency portals. Patterns and confidence scores are derived from comparable lettings (same county, same category, three‑year basis). Confidence is a calibration of past correctness on signals of this shape — not a guarantee of this bid’s outcome. We never round up. More on what Cassandri does →
| 204E10000 SUBGRADE COMPACTION |
| 18,359 SY |
| $1.50 |
| $0.50 |
| 204E13000 EXCAVATION OF SUBGRADE | 1,520 CY | $25.00 | $20.00 |
| 204E45000 PROOF ROLLING | 10 HOUR | $200 | $175 |
| 204E50000 GEOTEXTILE FABRIC | 11,400 SY | $0.40 | $0.50 |
| 209E10000 DITCH CLEANOUT | 4,030 FT | $6.00 | $4.50 |
| 209E72050 PREPARING SUBGRADE FOR SHOULDER PAVING | 2.3 MILE | $2,000 | $250 |
| 606E15050 GUARDRAIL, TYPE MGS | 2,062.5 FT | $19.00 | $19.00 |
| 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING | 375 FT | $29.00 | $21.00 |
| 606E17360 GUARDRAIL, TYPE MGS, LONG-SPAN | 100 FT | $22.00 | $24.00 |
| 606E26050 ANCHOR ASSEMBLY, MGS TYPE B | 1 EACH | $2,200 | $1,975 |
| 606E34600 MGS BRIDGE TERMINAL ASSEMBLY, TYPE TST-2 | 4 EACH | $3,200 | $1,700 |
| 606E35141 BRIDGE TERMINAL ASSEMBLY, TYPE 4, AS PER PLAN | 12 EACH | $1,350 | $1,700 |
| 606E98000 GUARDRAIL, MISC.: ALTERNATIVE GUARDRAIL PLACEMENT | 100 FT | $10.00 | $18.00 |
| 623E39600 MONUMENT ASSEMBLY RECONSTRUCTED TO GRADE | 5 EACH | $900 | $1,200 |
| 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATER | 1 LS | $37,500 | $13,500 |
| 601E21050 TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | 46.28 SY | $80.00 | $110 |
| 601E32200 ROCK CHANNEL PROTECTION, TYPE C WITH FILTER | 10 CY | $225 | $315 |
| 659E00300 TOPSOIL | 322 CY | $40.00 | $45.00 |
| 659E10000 SEEDING AND MULCHING | 2,896 SY | $1.16 | $1.40 |
| 659E14000 REPAIR SEEDING AND MULCHING | 143 SY | $0.80 | $1.40 |
| 659E15000 INTER-SEEDING | 143 SY | $0.79 | $1.40 |
| 659E20000 COMMERCIAL FERTILIZER | 0.37 TON | $942 | $1,400 |
| 659E31000 LIME | 0.58 ACRE | $159 | $100 |
| 659E35000 WATER | 15.7 MGAL | $1.00 | $1.00 |
| 670E00500 SLOPE EROSION PROTECTION | 1,582 SY | $1.45 | $2.00 |
| 832E15000 STORM WATER POLLUTION PREVENTION PLAN | 1 LS | $1,275 | $2,000 |
| 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS | 1 LS | $5,440 | $9,600 |
| 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWA | 1 LS | $9,603 | $10,000 |
| 832E30000 EROSION CONTROL | 35,000 EACH | $1.00 | $1.00 |
| 605E06001 4" BASE PIPE UNDERDRAINS, AS PER PLAN, 8" TRENCH D | 1,065 FT | $6.00 | $6.50 |
| 605E14001 6" BASE PIPE UNDERDRAINS, AS PER PLAN, 12" TRENCH | 3,075 FT | $6.00 | $12.00 |
| 605E31100 AGGREGATE DRAINS | 2,313 FT | $12.25 | $7.00 |
| 611E00410 4" CONDUIT, TYPE F FOR UNDERDRAIN OUTLET | 30 FT | $25.00 | $35.00 |
| 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | 422 FT | $20.00 | $47.50 |
| 611E00511 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS, AS PER | 65 FT | $35.00 | $105 |
| 611E01500 6" CONDUIT, TYPE F | 50 FT | $25.00 | $40.00 |
| 611E01800 8" CONDUIT, TYPE B | 60 FT | $23.00 | $115 |
| 611E03100 10" CONDUIT, TYPE B | 60 FT | $25.00 | $115 |
| 611E04400 12" CONDUIT, TYPE B | 60 FT | $34.25 | $115 |
| 611E98630 CATCH BASIN ADJUSTED TO GRADE | 4 EACH | $600 | $500 |
| 611E99654 MANHOLE ADJUSTED TO GRADE | 4 EACH | $650 | $500 |
| 611E99710 PRECAST REINFORCED CONCRETE OUTLET | 27 EACH | $375 | $700 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.25" | 1,014 SY | $14.00 | $6.40 |
| 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE, 1.50" | 3,132 SY | $7.75 | $3.65 |
| 690E98800 SPECIAL - CORRECTIVE AGGREGATE FOR FDR (FINE, COAR | 230.9 TON | $13.00 | $10.00 |
| 251E01042 PARTIAL DEPTH PAVEMENT REPAIR (ASPHALT CONCRETE BA | 70 CY | $430 | $300 |
| 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG | 125 CY | $225 | $250 |
| 638E10800 VALVE BOX ADJUSTED TO GRADE | 4 EACH | $750 | $500 |
| 621E00100 RPM | 438 EACH | $37.50 | $40.00 |
| 621E54000 RAISED PAVEMENT MARKER REMOVED | 438 EACH | $25.00 | $5.00 |
| 626E00110 BARRIER REFLECTOR, TYPE 2, BIDIRECTIONAL | 59 EACH | $10.00 | $10.00 |
| 642E00104 EDGE LINE, 6", TYPE 1 | 13.02 MILE | $777 | $950 |
| 642E00300 CENTER LINE, TYPE 1 | 6.5 MILE | $730 | $1,000 |
| 644E00500 STOP LINE | 43 FT | $12.50 | $52.50 |
| 410E10001 TRAFFIC COMPACTED SURFACE, TYPE A, AS PER PLAN | 425 CY | $75.00 | $30.00 |
| 614E11110 LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSIST | 120 HOUR | $68.00 | $90.00 |
| 614E12420 DETOUR SIGNING | 1 LS | $35,000 | $34,600 |
| 614E12460 WORK ZONE MARKING SIGN | 12 EACH | $85.00 | $85.00 |
| 614E18601 PORTABLE CHANGEABLE MESSAGE SIGN, AS PER PLAN | 35 SNMT | $850 | $900 |
| 614E21550 WORK ZONE CENTER LINE, CLASS III, 642 PAINT | 13.3 MILE | $1,000 | $1,000 |
| 614E26610 WORK ZONE STOP LINE, CLASS III, 642 PAINT | 54 FT | $5.00 | $5.00 |
| 616E10000 WATER | 3 MGAL | $300 | $100 |
| 202E11201 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUPERS | 1 LS | $8,500 | $14,190 |
| 202E11301 PORTIONS OF STRUCTURE REMOVED, AS PER PLAN (SUBSTR | 3 CY | $1,500 | $2,355 |
| 202E23501 WEARING COURSE REMOVED, AS PER PLAN | 393 SY | $25.00 | $22.00 |
| 407E10000 TACK COAT | 71 GAL | $3.00 | $2.50 |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 14 CY | $325 | $250 |
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (22 CY | $240 | $201 |
| 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 | 449 (16 CY | $300 | $500 |
| 503E21100 UNCLASSIFIED EXCAVATION | 8 CY | $90.00 | $125 |
| 509E10000 EPOXY COATED STEEL REINFORCEMENT | 352 LB | $7.00 | $3.97 |
| 510E10000 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT | 40 EACH | $40.00 | $24.45 |
| 511E44110 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 3 CY | $2,500 | $2,800 |
| 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) | 19 SY | $38.00 | $36.96 |
| 512E33010 TYPE 3 WATERPROOFING | 149 SY | $36.00 | $47.10 |
| 515E10030 PRESTRESSED CONCRETE NON-COMPOSITE BOX BEAM BRIDGE | 2 EACH | $14,000 | $12,075 |
| 516E13600 1" PREFORMED EXPANSION JOINT FILLER | 154 SF | $7.00 | $4.74 |
| 516E31001 JOINT SEALER, AS PER PLAN | 592 FT | $19.00 | $12.47 |
| 516E41100 1/8" PREFORMED BEARING PAD | 8 EACH | $40.00 | $68.25 |
| 516E41500 1" ELASTOMERIC BEARING PAD | 8 EACH | $110 | $154 |
| 517E70100 RAILING (THREE STEEL TUBE BRIDGE RAILING) | 80 FT | $475 | $531 |
| 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING | 190 FT | $120 | $115 |
| 517E76300 RAILING, MISC.: DEEP BEAM RAIL PANEL REPLACEMENT | 600 FT | $12.00 | $27.25 |
| 518E22300 SPECIAL - STEEL DRIP STRIP | 73 FT | $14.00 | $28.28 |
| 103E05000 PREMIUM FOR CONTRACT PERFORMANCE BOND AND FOR PAYM | 1 LS | $15,000 | $25,000 |
| 108E30000 CPM PROGRESS SCHEDULE SHORT DURATION PROJECTS | 1 LS | $3,000 | $1,000 |
| 619E16010 FIELD OFFICE, TYPE B | 6 MNTH | $3,000 | $2,000 |
| 623E10001 CONSTRUCTION LAYOUT STAKES AND SURVEYING, AS PER P | 1 LS | $15,000 | $20,000 |
| Item | Qty | Unit price | Extended | % |
|---|---|---|---|---|
| 441E10200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 | 446 (7000 CY | $151 | $1.06M | 20% |
| 690E98900 SPECIAL - EMULSIFIED ASPHALT | 217,532 GAL | $2.55 | $555k | 11% |
| 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG | 3,226 CY | $170 | $548k | 11% |
| 690E98300 SPECIAL - FULL DEPTH RECLAIMED BASE COURSE, 8.0" D | 69,915 SY | $5.8 | $406k | 8% |
| 304E20000 AGGREGATE BASE | 6,051 CY | $60 | $363k | 7% |
| 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN, 4 | 67,734 SY | $3.4 | $230k | 4% |
| 203E10000 EXCAVATION | 7,703 CY | $27 | $208k | 4% |
| 605E14000 6" BASE PIPE UNDERDRAINS | 14,489 FT | $9 | $130k | 3% |
| 202E23001 PAVEMENT REMOVED, AS PER PLAN | 15,313 SY | $7 | $107k | 2% |
| 690E98800 SPECIAL - ADDITIONAL ADDITIVES (CEMENT, FLY ASH, L | 310.8 TON | $325 | $101k | 2% |